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Home My WebLink AboutS-183301yA-5DIG4 eo- �Nte %B'9 /a. 00 o o° I /0'RAISE- I/G "N1DE BORDER sm.. 2.1-08, Z.5' R;- ,57-R. 0 +40, Z.5.2T 101 12!0 r B PACY4Mr, 4' Vi IW� p�. IT y$BfND SSA. Z193, 2.5' RT 84" TEE EX /STING SEWER MFJNNOLE RPE MATERIAL AS sPecIrTED. .PLUG 81�1" TEE 8" /NV. EL= 326.4!, RIM EC. = 331,4Z 334 334 6111v. EL.= 329.05 EXIST g" /Ny EL -327 2Z JY MEW 8" /.vV. EL. = 327.30 RIM EL. = 33/.42 STq 1,40.00, 2. 5 RT, .9NGLE PT. 8" /NV EL . = 32 Z 30,'w6PV ,57,7. 34-37- 0042.5' STq, Zt25, Z. 5 ' RT 8" 8'CG6w6` -7 r/eT CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. J. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 11?1M E332.00 g CGEANOUT R/n r Fl.=331,10 EL.= 33/•80 332 .3.32 _ 8 ° /NV. EL.= 329.33 8" /NV Ec.= 328.3 B" /NV. £C.= 32798 6' 9. A COPY OF THESE APPROVED PUNS MUST BE ON THE JOB CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SMALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DEAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER. z - - 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF HA%INUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO IN I SIDE OF THE TRENCH. MATERIAL COMPLETE THE PILL OVER PIPE SMALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING THAVELED ROADWAY S RA BE BACRFILLED ONLY WITH PEA GRAVEL OR 5/8 MINUS CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPRALT SHALL BE MIXTURE CUT WITH SAW OR JACKHAHHER IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED nMEDIATELY ALTER BACKFILL AND COMPACTION. A PERMANENT f i TT�� `t \ i HOT HEX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SMALL BE THE THICKNESS OF IN E ORIGINAL ASPHALT OR TWO INCHES WHICHEVER IS GREATER. 13. DATUM. SHALL SE CITY OF RENTON, U.S.C. AND G.s. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCTED OR OTHERWISE STABILIZED IO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE E AF ROS ION TER THE COMPLETION OF CONSTRUCTION. Aj 2 F /N /SN iRF70 PO HDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF INE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR. ROAD AND BRIDGE CONSTRUCTION. THIS SMALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED / ■�'` y- ``• 4 C•Al BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL HACKPILL FOR PIPE BEDDING" THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED HE T RENCN IS LOOSENED, REGRADED MTOETOM U` I``` J ANDVCOMPACTED A DENSE UNYIELDINGIBASE 16. SANITARY SEWER PIPE SMALL BE °° " " ^" " "" ^"ti '^ Gy -3-9p 95T-BR DuCTILE IBM CUSS 52. "18 O iz 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINTHUM 6 INCH AND MAXIMUM INCH - 330 330 i I /98 LF - OUC r11 I' /ROA.1 - ' P /PE 4 SC O%�E = D 7p % 3. 2 O C 328 /00 G,F _�7lG7 /GE /RO.V SAN. SEGt/L_R 4 S= O, 70/ 57-17. 2445 /2" SO /NV EG. =327. /4 26 9 /_ 3Z& L 8" S.S. /NV. EL.= 328.72 STA /t7/ 5-7A 0-t90 /O "EX /ST. S. ✓ /N ✓. EL = 3210.00 24100 /2" 3,V //VV EL. =325,5 /* OO 8 "SS /NV. EC. = 32 7.105 0"100 3 t 00 yA-5DIG4 eo- �Nte %B'9 /a. 00 o o° I /0'RAISE- I/G "N1DE BORDER w W BENCH M.oRAL OWL L7.OTUM � USC �'GS 101 12!0 r B PACY4Mr, 4' Vi IW� p�. IT y$BfND Q 4W CA5i IRON RING AND COVER RPE MATERIAL AS sPecIrTED. .PLUG To rc,BEALED M SANE WKWtRA5MAM5EWER JOINTS. acRA/OUT agRlL. /,/OTE+ TN/S .OETA /L IS FbR 8 "CIE '9MCY1T USE s /M /G,4i2 Cg3T IRON R/iVG ¢'COVER FOR !0" CLEANOUT, ;V9TER )'XU, '1L& sc,4,-- / ° =zo'H , 1"=2'v \ 3TA /t /¢ /2 ° W. , 325.5 FLOW DIFFUSER OIL RETENTION BAFFLE , BAFFLE 1 ( INLET i' l. OUTLET D __ FLOW DIFNSER ' BAFFLE u � IswocE w °R � - ..... .. SLUDGE WEIR OIL RETENTION UT /LlTy ✓,MUGS BAFFLE pR EQUIVALENT 1.570 CALLON CAPACITY AT 4' -0" WATER LEVEL O/L • WRx4ER SEPARATOR ,pETA /L PROPERTY L /NE CURVE .Oi9TA9: .6 = Z° 19' /2° C = 19!05, R. = 485.3/ Al /° S' Z7" SD c.a. GREASE MQWWEY BLU E CAR WASH A&AVIAte MIZA WN6 FF. 332.7 F. F. E4. 332,25 I o F.F. 332,3 I 0/GW.9TER SOWR,97,n ti KIM- ^, O M. ' a ❑ /98 G F -8 " O.I. SEWER _w _j - CA - -�1 Bo. e 3 � R V' Yp Iv m ni II V Nl a SD. O /l/wF� � �VU SEFARNroz N � �mm S•O.M Q C.'a R Q � "CLEA.000Ty A'� OR: = 0. 70 % . -- - N /° 5' Z7" E ce. G.V. /Z" W / NOTE. - THE 9)9A117WRY SEWER. ShG944 ,BE 0 RR /VFTELY -- OWAIEO 9AIV M171A(7'R1NEQ. C6 EX /STING BU/Lp/NG F. F. EC. 330, 57 ❑'� VWER YF'ULT ) qN1 T)99r SEWER 101W91V SCALE /"=20' 1, I io �10 � I NI � o " VICIAIITY MR1P Lot 1 on short plat No. 373 -79, according to the short plat recorded under King County Recording No. 7910049001; Except all coal and minerals and the right to explore for and mine the same as reserved by deed recorded under King County Recording No. 3875580; Situate in the City of Renton, County of King, State of Washington. LEGAL 9E -5CR1 °T /ON I a� 11t. 41 V' 0 i' CD Z �bysne �� 0 U m Z U) li cR o Q C7 r N w z_> i U LUL � r Q J C� C6 N ®w w W 01 SANITARY SEWER NOTES S SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST AND SPECIFICATIONS. A SET OF r , Z vM LU i� -J w W BENCH M.oRAL OWL L7.OTUM � USC �'GS EDITION OF THE WSDOT /APWA STANDARDS APPROVED PLANS SMALL BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AN RR SPIKE /N UT /L /TY)Q7C_- Q e, Z_ TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. "STANDARD /r\ •.. clR 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1988 EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. I® EX /STING SEWER MANHOLE RIM EL. = 33/.42 8" /NV. 81 = 327• ZZKEX /ST.) 8" /NV EL . = 32 Z 30,'w6PV RE- CN,9NNEL II,IANNOLE I a� 11t. 41 V' 0 i' CD Z �bysne �� 0 U m Z U) li cR o Q C7 r N w z_> i U LUL � r Q J C� C6 N ®w w W 01 SANITARY SEWER NOTES S SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST AND SPECIFICATIONS. A SET OF r , Z vM LU i� -J w W EDITION OF THE WSDOT /APWA STANDARDS APPROVED PLANS SMALL BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AN 2 Q TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. "STANDARD /r\ •.. O O 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1988 EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S NE PERMITS PRIOR TO STARTING RESPONSIBILITY TO SECURE ALL NECESSARY WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE IM CONSTRUCTION. (INSPECTION CITY OF RITY D. IT SHALL BE THE CONTRA ADVANCE RESPONSIBILITY LI NOSILY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OP BACKPILLINC ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF � a CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. J. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. (,� " ) 8. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. SITE WHENEVER 9. A COPY OF THESE APPROVED PUNS MUST BE ON THE JOB CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SMALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DEAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER. z - - 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF HA%INUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO IN I SIDE OF THE TRENCH. MATERIAL COMPLETE THE PILL OVER PIPE SMALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING THAVELED ROADWAY S RA BE BACRFILLED ONLY WITH PEA GRAVEL OR 5/8 MINUS CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPRALT SHALL BE MIXTURE CUT WITH SAW OR JACKHAHHER IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED nMEDIATELY ALTER BACKFILL AND COMPACTION. A PERMANENT f i TT�� `t \ i HOT HEX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SMALL BE THE THICKNESS OF IN E ORIGINAL ASPHALT OR TWO INCHES WHICHEVER IS GREATER. 13. DATUM. SHALL SE CITY OF RENTON, U.S.C. AND G.s. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCTED OR OTHERWISE STABILIZED IO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE E AF ROS ION TER THE COMPLETION OF CONSTRUCTION. Aj 2 15. ALL PIPE AND APPURTENANCES SMALL BE LAID ON A PROPERLY PREPARED PO HDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF INE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR. ROAD AND BRIDGE CONSTRUCTION. THIS SMALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED / ■�'` y- ``• 4 C•Al BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL HACKPILL FOR PIPE BEDDING" THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED HE T RENCN IS LOOSENED, REGRADED MTOETOM U` I``` J ANDVCOMPACTED A DENSE UNYIELDINGIBASE 16. SANITARY SEWER PIPE SMALL BE °° " " ^" " "" ^"ti '^ Gy -3-9p 95T-BR DuCTILE IBM CUSS 52. "18 O iz 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINTHUM 6 INCH AND MAXIMUM INCH ABOVE .1NIRBEU GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. w CH �fDrG&AVL1A-� Je�4�j o To L.1Y-( 11pA,fL;7S H�CE /4Aa4 �_w o OWNERS NAME: STEVE 06T1191E CV . T FANCNECeNQ o�24 I � >�I C E ¢ UnuriQ \ lV) o Bf3333.02 I "c Zo' 8!8333.°3 4-f: 4 j`,a RGG